Discussions and Closures
Aug 18, 2021

Closure to “Validation of Monotonic and Cyclic p-y Framework by Lateral Pile Load Tests in Stiff, Overconsolidated Clay at the Haga Site” by Youhu Zhang, Knut H. Andersen, Philippe Jeanjean, Kjell Karlsrud, and Torgeir Haugen

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Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 147, Issue 11

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References

Andersen, K. H. 1988. “Properties of soft clay under static and cyclic loading. Invited lecture.” In Proc., Int. Conf. on Engineering Problems of Regional Soils. Beijing: Chinese Institution of Soil Mechanics and Foundation Engineering.
Andersen, K. H. 2015. “Cyclic soil parameters for offshore foundation design. The third ISSMGE McClelland lecture.” In Proc., Int. Symp. Frontiers in Offshore Geotechnics, ISFOG 2015, edited by V. Meyer, 5–82. London: Taylor & Francis.
Cocjin, M. L., S. M. Gourvenec, D. J. Whilte, and M. F. Randolph. 2014. “Tolerably mobile seabed foundations—Observations of performance.” Géotechnique 64 (11): 895–909. https://doi.org/10.1680/geot.14.P.098.
Lai, Y., L. Wang, Y. Hong, and B. He. 2020. “Centrifuge modeling of the cyclic lateral behavior of large-diameter monopiles in soft clay: Effects of episodic cycling and reconsolidation.” Ocean Eng. 200 (Mar): 107048. https://doi.org/10.1016/j.oceaneng.2020.107048.
Liedtke, E., K. H. Andersen, Y. Zhang, and P. Jeanjean. 2019. “Monotonic and cyclic soil properties of Gulf of Mexico clays.” In Proc., Offshore Technology Conf. Richardson, TX: Offshore Technology Conference.
White, D., and M. Hodder. 2010. “A simple model for the effect on soil strength of episodes of remoulding and reconsolidation.” Can. Geotech. J. 47 (7): 821–826. https://doi.org/10.1139/T09-137.
Zhang, C., D. White, and M. Randolph. 2011. “Centrifuge modelling of the cyclic lateral response of rigid pile in soft clay.” J. Geotech. Geoenviron. Eng. 137 (7): 717–729. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000482.
Zhang, Y., K. H. Andersen, P. Jeanjean, A. Mirdamadi, A. S. Gundersen, and H. P. Jostad. 2017. “A framework for cyclic p-y curves in clay and application to pile design in GoM.” In Vol. 2017 of Proc., OSIG SUT Conf. London: Society for Underwater Technology.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 147Issue 11November 2021

History

Received: Mar 11, 2021
Accepted: Jun 28, 2021
Published online: Aug 18, 2021
Published in print: Nov 1, 2021
Discussion open until: Jan 18, 2022

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Authors

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Professor, School of Civil Engineering, Southeast Univ., Southeast University Rd. 2, Jiangning District, Nanjing 211189, China (corresponding author). ORCID: https://orcid.org/0000-0003-3874-6011. Email: [email protected]
Expert Adviser, Norwegian Geotechnical Institute, Sognsveien 72, Oslo 0855. ORCID: https://orcid.org/0000-0002-3128-6027. Email: [email protected]
Philippe Jeanjean, F.ASCE [email protected]
Senior Advisor, Geotechnical Engineering, Innovation and Engineering, BP America Inc., 501 Westlake Park Blvd., Houston, TX 77079. Email: [email protected]
Kjell Karlsrud [email protected]
Technical Expert, Norwegian Geotechnical Institute, Sognsveien 72, Oslo 0855. Email: [email protected]
Torgeir Haugen [email protected]
Principal Engineer, Norwegian Geotechnical Institute, Sognsveien 72, Oslo 0855. Email: [email protected]

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